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RIVERVIEW LN over CLARKS FK YELLOWSTNE 007

Map

Coordinates:
+45.11317, -109.01278
45°06'47" N, 109°00'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVERVIEW LN over CLARKS FK YELLOWSTNE 007
Structure number:L05411000+02001
Location:2M S BELFRY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:91.9 ft. [28.0 m]
Total length:182.1 ft. [55.5 m]
Roadway width between curbs:17.7 ft. [5.4 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2002]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:53.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$293,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory10053.7
August 2016FairSatisfactorySatisfactorySatisfactory10053.7
August 2014FairSatisfactorySatisfactorySatisfactory10053.7
August 2012FairSatisfactoryGoodGood10053.7
August 2010GoodGoodGoodGood10053.7
August 2008GoodGoodGoodGood10052.7
August 2006GoodGoodGoodGood10052.7
August 2004GoodGoodVery GoodGood10052.7
March 2002GoodGoodVery GoodGood10052.7
March 2000GoodGoodVery GoodVery Good10053.7
March 1998GoodGoodVery GoodVery Good10053.7
March 1996GoodGoodVery GoodVery Good10053.7
June 1994GoodGoodVery GoodVery Good3147.2
May 1992GoodGoodVery GoodVery Good3156.6
September 1989GoodGoodVery GoodVery Good3156.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.728072800
Steel Protective Coatingsq. ft.6,3085,67763100
Deck
Reinforced Concrete Decksq. ft.3,2832,1348213280
Superstructure
Steel Pin or Pin & Hangar Assemblyeach44000
Steel Protective Coatingsq. ft.88000
Substructure
Reinforced Concrete Pier Walllinear ft.2002000
Reinforced Concrete Abutmentlinear ft.6260200
Joints
Assembly without Seal Jointlinear ft.20100100
Bearings
Fixed Bearingeach1212000
Steel Protective Coatingsq. ft.1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3642917300
Steel Protective Coatingsq. ft.54843811000